Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel-concrete frame structure of large-span lower hanging beam plate and construction method
The invention relates to the field of buildings, and provides a large-span reinforced concrete frame structure with a lower hanging beam plate. Comprising a support, a first steel-concrete frame fixedly arranged on the beam wall portion of the support and used for welding the beam wall, a second steel-concrete frame fixedly arranged on the beam wall portion of the support and used for welding the beam wall, and a rain shield fixedly arranged on the beam top portion of the support and used for closing the beam top. After the first steel-concrete frame is supported, the second steel-concrete frame on the lower portion needs to be supported, the bearing force of the second steel-concrete frame can only be fixed through the first steel-concrete frame in the supporting process, and when the first steel-concrete frame is unstable, the extension column on the lower portion of the first steel-concrete frame supports the first steel-concrete frame in the last defense line. A second steel-concrete frame needs to be fixed to an inner cavity of an extension column in order to reinforce and fix, the extension column supported by the second steel-concrete frame and the lower portion of a first steel-concrete frame is usually in an inserted connection shape or is fixed in a grouting mode, so that the whole extension column needs to be knocked out when the first steel-concrete frame and the second steel-concrete frame are disassembled and carried, but in the operation, the whole extension column needs to be knocked out. And the whole bracket can be damaged.
本发明涉及建筑领域，提出了一种大跨度下挂梁板的钢混框架结构，包括支架、固定设置在支架的梁壁部位用于对所述梁壁焊接的钢混框架一、固定设置在支架的梁壁部位用于对所述梁壁焊接的钢混框架二和固定设置在支架的梁顶部位用于对所述梁顶闭合的雨挡。本发明在对钢混框架一支撑后，需要对下部位的钢混框架二进行支撑，而钢混框架二在支撑中，其沉重力度只能通过钢混框架一对其拉定，当钢混框架一不稳定后，其钢混框架一下部位的延柱最为最后一道防线对钢混框架一支撑，其钢混框架二为了加强固定需要与延柱的内腔固定，而钢混框架二和钢混框架一下部位支撑的延柱通常为插接状，或者为注浆固定，导致钢混框架一和钢混框架二之间拆卸搬运需要将整体的延柱敲出，但进行此类操作中，会对整体的支架造成损坏。
Steel-concrete frame structure of large-span lower hanging beam plate and construction method
The invention relates to the field of buildings, and provides a large-span reinforced concrete frame structure with a lower hanging beam plate. Comprising a support, a first steel-concrete frame fixedly arranged on the beam wall portion of the support and used for welding the beam wall, a second steel-concrete frame fixedly arranged on the beam wall portion of the support and used for welding the beam wall, and a rain shield fixedly arranged on the beam top portion of the support and used for closing the beam top. After the first steel-concrete frame is supported, the second steel-concrete frame on the lower portion needs to be supported, the bearing force of the second steel-concrete frame can only be fixed through the first steel-concrete frame in the supporting process, and when the first steel-concrete frame is unstable, the extension column on the lower portion of the first steel-concrete frame supports the first steel-concrete frame in the last defense line. A second steel-concrete frame needs to be fixed to an inner cavity of an extension column in order to reinforce and fix, the extension column supported by the second steel-concrete frame and the lower portion of a first steel-concrete frame is usually in an inserted connection shape or is fixed in a grouting mode, so that the whole extension column needs to be knocked out when the first steel-concrete frame and the second steel-concrete frame are disassembled and carried, but in the operation, the whole extension column needs to be knocked out. And the whole bracket can be damaged.
本发明涉及建筑领域，提出了一种大跨度下挂梁板的钢混框架结构，包括支架、固定设置在支架的梁壁部位用于对所述梁壁焊接的钢混框架一、固定设置在支架的梁壁部位用于对所述梁壁焊接的钢混框架二和固定设置在支架的梁顶部位用于对所述梁顶闭合的雨挡。本发明在对钢混框架一支撑后，需要对下部位的钢混框架二进行支撑，而钢混框架二在支撑中，其沉重力度只能通过钢混框架一对其拉定，当钢混框架一不稳定后，其钢混框架一下部位的延柱最为最后一道防线对钢混框架一支撑，其钢混框架二为了加强固定需要与延柱的内腔固定，而钢混框架二和钢混框架一下部位支撑的延柱通常为插接状，或者为注浆固定，导致钢混框架一和钢混框架二之间拆卸搬运需要将整体的延柱敲出，但进行此类操作中，会对整体的支架造成损坏。
Steel-concrete frame structure of large-span lower hanging beam plate and construction method
一种大跨度下挂梁板的钢混框架结构及施工方法
LI HAOFENG (Autor:in) / DU WANFENG (Autor:in) / WANG DONG (Autor:in) / CHEN XIAOXU (Autor:in) / FENG YANNA (Autor:in) / LI WEI (Autor:in)
27.02.2024
Patent
Elektronische Ressource
Chinesisch
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